海港大管桩力学性能实验测试与反演研究

IMECH-IR > 力学所知识产出(1956-2008)

	海港大管桩力学性能实验测试与反演研究
Alternative Title	EXPERIMENT AND INVERSE ANALYSIS FOR MECHANICAL PROPERTIES OF LARGE DIAMETER PRESTRESSED CONCRETE TUBULAR PILE AT SEAPORT
	张俊红; 李世海; 许利凯
Source Publication	力学与实践
	2007
Volume	29 Issue:1 Pages:38-41
ISSN	1000-0879
Abstract	利用光纤光栅传感技术,在现场对大管桩在外载作用下的变形情况进行了测试.根据实验测试结果,利用数值法反分析大管桩力学性能参数,同时得到大管桩接缝处的环氧树脂材料对大管桩整体力学性能影响很小.反演出的合理的力学性能参数为大管桩的正确受力分析以及健康诊断提供了依据.
Keyword	大管桩现场实验反分析
Subject Area	力学
Indexed By	CSCD
Language	中文
CSCD ID	CSCD:2850410
Citation statistics	Cited Times:3[CSCD] [CSCD Record]
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/17570
Collection	力学所知识产出(1956-2008)
Recommended Citation GB/T 7714	张俊红,李世海,许利凯. 海港大管桩力学性能实验测试与反演研究[J]. 力学与实践,2007,29,1,:38-41.
APA	张俊红,李世海,&许利凯.(2007).海港大管桩力学性能实验测试与反演研究.力学与实践,29(1),38-41.
MLA	张俊红,et al."海港大管桩力学性能实验测试与反演研究".力学与实践 29.1(2007):38-41.

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